© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS City of Emeryville PROJECT LOCATION SCALE: 1" = 1000' AREA MAP NOT TO SCALE PROJECT LOCATION FOR USE IN CONJUNCTION WITH : CALTRANS STANDARD SPECIFICATIONS DATED 2015 CALTRANS STANDARD PLANS DATED 2015 SUSTAINABLE STREETSCAPE PROJECT DEPARTMENT OF PUBLIC WORKS C A L I F O R N I A W. FRONTAGE ROAD POWELL STREET HOLLIS ST MACARTHUR BLVD I-80 I-80 I-580 I-80 HOLLIS ST SAN PABLO AVE PAVEMENT DELINEATION PLANS TITLE C01 29 JAN 2024 SHELLMOUND ST PUBLIC LOT MARINA LOT RESTAURANT LOT POINT EMERY SHELLMOUND ALAMEDA COUNTY FIRE STATION NO.35 CITY OF EMERYVILLE TOWN HALL FY-22 PAVEMENT IMPROVEMENTS CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U In accordance with Section 7-7.01(c) of Chapter 7 of Title 7 of the Emeryville Municipal Code, as City Engineer for the City of Emeryville, I do hereby exercise the discretion delegated to me and approve the plan or design of a construction of, or an improvement to, public property to which this statement and my signature is affixed. Executed on this day of , City of Emeryville I N C O R P O R A T E D 1 8 9 6 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 30 January 2024 RYAN O'CONNELL, SENIOR CIVIL ENGINEER 2/2/2024 1 47 EPW-23008 COASTLAND/MNS /CROSSROADS VAR. RO TITLE 2024 SUSTAINABLE STREETSCAPES PROJECT D-01 2024 SUSTAINABLE STREETSCAPES PAVING PROJECT 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 HOLLIS STREET DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 PAVEMENT DELINEATION PLANS GENERAL NOTES, LEGEND AND ABBREVIATION C02 29 JAN 2024 ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGATE BASE ACP ASBESTOS CEMENT PIPE A.P.N. ASSESSORS PARCEL NUMBER A.R.V. AIR RELEASE VALVE AT AERIAL TARGET BC BEGIN CURVE BFP BACK FLOW PREVENTER BO BLOWOFF BRC BEGIN REVERSE CURVE BSW BACK OF SIDEWALK BWV BACKWATER VALVE BVC BEGIN VERTICAL CURVE CB CATCH BASIN C&G CURB & GUTTER CI CAST IRON ℄ CENTERLINE CLC CONTROL LINE COORDINATE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CP CONTROL POINT CR CURB RETURN CSP CORRUGATED STEEL PIPE CTRL CONTROL CV CHECK VALVE DET. DETECTOR DI DROP INLET DIP DUCTILE IRON PIPE DWY DRIVEWAY E ELECTRICAL, ELECTRICAL CONDUIT EC END CURVE EG EXISTING GRADE ELEC ELECTRIC EL. ELEV ELEVATION EP EDGE OF PAVEMENT EVC END VERTICAL CURVE EX,(E) EXISTING FBG FEET BELOW GRADE FC FACE OF CURB FG FINISHED GRADE FLOW LINE FS FINISH SURFACE FSW FRONT OF SIDEWALK G GAS GB GRADE BREAK G SER GAS SERVICE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IC INTERCONNECT IG INVERT GRADE INV INVERT GRADE IP IRON PIPE JP JOINT POLE JT JOINT TRENCH LAT SANITARY SEWER LATERAL LF LINEAR FEET LG LIP OF GUTTER LT LEFT MB MAILBOX MH MANHOLE MON MONUMENT OG ORIGINAL GROUND OD OUTSIDE DIMENSION OH OVERHEAD UTILITY PB PULL BOX PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PED PEDESTRIAN PI POINT OF INTERSECTION PL PROPERTY LINE PVC POLY VINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PRV PRESSURE REDUCING VALVE R RADIUS R.C. RELATIVE COMPACTION RCP REINFORCED CONCRETE PIPE RET RETAINING RPB REDUCED PRESSURE BACKFLOW PREVENTER R&R REMOVE & REPLACE RRFB RECTANGULAR RAPID FLASH BEACON RT. RIGHT RW RECLAIMED WATER R/W RIGHT-OF-WAY S SLOPE SD STORM DRAIN SDE STORM DRAIN EASEMENT SDMH STORM DRAIN MANHOLE SL STREET LIGHT SS SANITARY SEWER SSE SANITARY SEWER EASEMENT SS LAT SANITARY SEWER LATERAL SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT STA STATION STL STEEL PIPE STD STANDARD TB TOP OF BANK TC TOP OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TEL TELEPHONE TG TOP OF GRATE TOE TOE OF SLOPE TOP TOP OF PIPE TP TELEPHONE POLE TS TRAFFIC SIGNAL TW TOP OF WALL TYP. TYPICAL U UNDERGROUND UTILITY UG UNDERGROUND UPC UNIFORM PLUMBING CODE UTIL UTILITY VC VERTICAL CURVE VIF VERIFY IN FIELD VLT VAULT VAR. VARIES W, WTR WATER, WATER MAIN WM WATER MAIN WS WATER SERVICE W SER WATER SERVICE WV WATER VALVE < PT ANGLE POINT SECTIONS: DETAILS: DIRECTION OF VIEW VANTAGE POINT AND SECTION ID LETTER SHEET NUMBER SHEET NUMBER DETAIL ID NUMBER DETAIL AND SECTION CALLOUTS A00 100 PER DETAIL CONSTRUCTION NOTE DESIGNATIONS = CONSTRUCTION NOTES. 1. EXCAVATIONS OVER FIVE FEET (5') DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE DEPARTMENT OF INDUSTRIAL SAFETY. 2. CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT" AT (800) 642-2444 AT LEAST ONE (1) WEEK PRIOR TO START OF CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES. 3. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 4. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 5. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO ANY UTILITIES CAUSED BY HIS OPERATIONS. 7. THE CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. MAIL SERVICE SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THIS PROJECT. THE U.S. POSTAL SERVICE SHALL HAVE UNINTERRUPTED ACCESS TO MAILBOXES AT ALL TIMES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL BITUMINOUS PAVEMENT, CONCRETE AND REINFORCEMENT, AND SPOILS NOT NEEDED FOR BACKFILL AS REQUIRED BY THE ENGINEER AND PER THE SPECIFICATIONS. 9. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE CITY OF EMERYVILLE ENGINEERING DEPARTMENT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC AS INDICATED IN THE PROJECT SPECIAL PROVISIONS. 11. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (2015), AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (2015). 12. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO LOCATE AND PROTECT ALL UTILITIES WHETHER OR NOT SHOWN ON THIS PLAN. 13. PRIME CONTRACTOR BIDDING THIS WORK SHALL HAVE A CLASS "A" OR "C-12". 14. ALL EXISTING IMPROVEMENTS SHOWN HEREON SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 15. SIGNING AND STRIPING INSTALLATIONS SHALL CONFIRM TO THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2015, AND ALL ADDENDUMS THERETO. 16. ALL STRIPING, MARKINGS AND LEGENDS SHALL BE REFLECTORIZED THERMOPLASTIC UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE AND INSTALL RAISED PAVEMENT MARKERS FOR ALL STRIPING. STRIPING, MARKINGS AND LEGENDS SHALL CONFORM TO THE LATEST CALTRANS STANDARD PLANS A20A THRU A20D AND A24A THRU A24E. 17. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL PAVEMENT STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY OF EMERYVILLE. 18. THE CONTRACTOR SHALL RE-STRIPE EXISTING STRIPING AND CURB MARKINGS OBLITERATED BY NEW CONSTRUCTION, WHETHER OR NOT SHOWN ON THE PLANS FOR REPLACEMENT, AT NO COST OF THE CITY. 19. ALL NEW STRIPING SHALL BE "CAT TRACKED" AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER COMPLETING LAYOUT AND ATLEAST 3 WORKING DAYS BEFORE COMMENCING INSTALLATION OF STRIPING, MARKINGS AND MARKERS. 20. STRIPING SHALL BE APPLIED WITHIN 48 HOURS OF SURFACE COURSE REPLACEMENT ON STREETS OPEN TO THE PUBLIC. IN NO CASE SHALL A NEWLY PAVED STREET OPEN TO THE PUBLIC BE LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. 21. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED EVEN IF NOT SHOWN ON PLANS. CONTRACTOR TO NOTIFY ENGINEER OF CONFLICTING STRIPING PRIOR TO REMOVAL OPERATIONS. REMOVALS OF PAINTED STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE DONE BY WET SANDBLASTING. REMOVALS OF THERMOPLASTIC STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE REMOVED BY WET SANDBLASTING, GRINDING OR OTHER APPROVED METHOD AND SHALL NOT DAMAGE THE PAVEMENT. "BLACK OUT" OF EXISTING DELINEATION IS NOT PERMITTED. ALL DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A SMOOTH AND UNIFORM SURFACE OR AS DIRECTED BY THE ENGINEER. 22. WHERE APPLICABLE, OUTBOUND LANE LINE DETAILS SHALL COMMENCE AT THE CROSSWALK, MEANING THE PAINTED PORTION OF THE DETAIL SHALL JOIN THE CROSSWALK. LEGEND PROPERTY LINE EASEMENT FLOWLINE CENTERLINE/CONTROL LINE CHAIN LINK FENCE WOOD FENCE WIRE FENCE WATER MAIN PIPE SANITARY SEWER PIPE STORM DRAIN PIPE GAS LINE TELEPHONE LINE/CONDUIT ELECTRICAL LINE/CONDUIT OVERHEAD UTILITY WATER MAIN GATE VALVE WATER MAIN BLOWOFF WATER METER FIRE HYDRANT BACKFLOW PREVENTER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN CURB INLET/CATCH BASIN STORM DRAIN DROP INLET (TOP OPENING) STORM DRAIN DROP INLET (SIDE OPENING) MAILBOX ROADSIDE SIGN STREET LIGHT TREE AND DRIP LINE SURVEY CONTROL POINT JOINT UTILITY POLE ADDRESS CROSSWALK (HIGH VISIBILITY) BFPMB JP24 PAVEMENT DELINEATION PLANS GENERAL NOTES, LEGEND AND ABBREVIATION C02 29 JAN 2024 GENERAL CONSTRUCTION NOTES FG 8.32 (FG 8.02) SPOT ELEVATION CALL OUT 1 2 47 D-02 2024 SUSTAINABLE STREETSCAPES PROJECT GENERAL NOTES/LEGEND/ABBREVIATION EPW-23008 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 SHELLMOUND PAVEMENT DELINEATION PLAN DETAILS C40 29 JAN 2024 SCALE: 1 RAISED ISLAND CURB BUFFER AT (E) ASPHALT - NOT TO SCALE (E) AC EXISTING BASE OR SUBGRADE #4 LONGITUDINAL BAR FULL LENGTH WITH #4 VERTICAL BAR AT 12" DOWEL AND EPOXY 4" MIN. EMBED INTO EXISTING AC. SCALE: A SHELLMOUND ROAD SECTION FACING NORTH (TYPICAL) NOT TO SCALE 6.00' 3.00' 8.00' 11.00' 11.00' 2.50' 6.00' BIKE LANE ISLAND BUFFERPARALLEL PARKING DRIVE LANE DRIVE LANE BIKE LANE ISLAND BUFFER (N) AC SURFACE LAYER EXISTING BASE EXISTING ASPHALT 1 12" DEEP GRIND AT WIDTH4' MIN NEW BASE SET AC 1/4" ABOVE VG LIP TYP. VARIES PLAN 0.50' MIN 25' VERTICAL CURB OPENING. MIN. 25' SPACING ALONG RAISED ISLAND. SCALE: 2 TAPER GRIND - NOT TO SCALE SCALE: 3 LEVELING COURSE - NOT TO SCALE SCALE: 4 PCC VALLEY GUTTER - NOT TO SCALE SCALE: 5 TYPICAL SURFACE TREATMENT - NOT TO SCALE SCALE: 6 CROSSWALK SPEED TABLE SECTION - NOT TO SCALESECTION 4.8% MAX 2' MIN.
VARIES. SEE PLANS.
6" (E) AC GRADE AC CONFORM #4 BARS @ 20" O.C. E.W.
5" 5.50' SECTION SCALE: B SHELLMOUND ROAD SECTION FACING SOUTH C34XX,C35XX NOT TO SCALE 6.50' 2.00 11.00' 5.50' 11.00' 2.00' 6.50' BIKE LANE ISLAND BUFFER PARALLEL PARKING DRIVE MEDIAN LANE BIKE LANEISLAND BUFFER SURFACE TREATMENT SURFACE TREATMENT SURFACE TREATMENT #4 BARS @ 15" O.C. E.W. 3/4" 3'
7" CONC.
5" AB IN AREAS WHERE (E) ASPHALT HAS MORE THAN 1/2" DEPRESSION MEASURED OVER 8 FEET OR CALLED OUT IN PLANS, CLEAN AND REMOVE (E) LOOSE AC. FILL DEPRESSIONS EXISTING AC GRADE SURFACE TREATMENT SCALE: 7 PAVEMENT DIG OUT - NOT TO SCALE X" (N) AC SURFACE LAYER NOTE: 1. X DEPTH REMOVAL OF EXISTING PAVEMENT SECTION DOWN TO BASE MATERIAL OR NATIVE SOIL. NATIVE SOIL AND/OR BASE SHALL BE REMOVED AND COMPACTED AS NECESSARY TO INSTALL X REPLACEMENT DGAC PAVEMENT SECTION PER SPECIAL PROVISIONS. EXISTING BASE OR SUBGRADE EXISTING AC 3/8" TYPE III MICRO SURFACE (IF INDICATED ON PLAN) CL 2 AB @ 95% COMPACTIONSUBGRADE @ 95% COMPACTION AC CONFORM EXISTING BASE OR SUBGRADE TYPE I OR II SLURRY SEAL SUBGRADE @ 95% COMPACTION CL 2 AB @ 95% COMPACTION ASPHALT RUBBER CHIP SEAL (IF INDICATED ON PLAN) EXISTING AC EXISTING BASE OR SUBGRADE SURFACE TREATMENT TAPER GRIND TO (E) AC. DETAIL 2, THIS SHEET SEE NOTE 1. SURFACE TREATMENT NOTE: 1. IF INDICATED, PLACE SS-1 TACK COAT OVER CLEANED EXISTING AC PAVEMENT AND INSTALL TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CHIP SEAL. 2. INSTALL TYPE I OR II SLURRY SEAL. 3 47 D-03 2024 SUSTAINABLE STREETSCAPES PROJECT CONSTRUCTION DETAILS 1 EPW-23008 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 WITH TYPE 3 MICRO- SURFACING LEVELING COURSE. 6" PCC MEDIAN CURB (DRAINAGE AND UTILITY SLOT VIEW) 6" PCC MEDIAN CURB (TYPICAL)
6.0" 55
DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D STOP
CALTRANS A87A
A1-1 CURB
VARIES PER PLAN
25 PROTECTED CORNER SCALE: NTS
RAISED PAVEMENT 1"
DGAC
RP
GB
CW CROSSWALK
ANGLE PER PLAN VARIES PER PLAN
KP
MARKING VARY PER PLAN
6'
BPS 6"
CALTRANS A87A
A1-1 CURB
6" 1"WIDTH VARIES PER PLAN
2:1 SLOPE
2"
26 RAISED PAVEMENT 1" RP SCALE: NTS
RAISED PAVEMENT 1"
DGAC
SCORE EXISTING PAVEMENT
RP
A-A
SECTION A-A
4 47 D-04
2024
SUSTAINABLE
STREETSCAPES PROJECT
CONSTRUCTION DETAILS 2
55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 KEY MAP SEE SHEET 4 FOR SITE PLAN 41ST ST. SAN PABLO AVE. L14 L11 L12 L09 L10 L10 L-02 L-03 L-04 L-05 L-06 L07 L07 L08 L13 FY-22 PAVEMENT DELINEATION PLAN FY-22 KEY MAP C06 29 JAN 2024 ADELINE ST. 5 47 L-01
2024
SUSTAINABLE
STREETSCAPES PROJECT TITLE EPW-23008
TRIANGLE AREA - KEY MAP
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 14± 16± 16±
18±
17± 26±
33±
32±
44± 39± 36± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN FY-22 DOYLE STREET C07 29 JAN 2024 CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET D-03 PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET D-03. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT ON TOP. DIG OUT TYPE A. SEE DETAIL 7 SHEET D-03. NOT USED. TYPE II SLURRY SEAL ONLY. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE 45TH STREET GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 1. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT FOR FAILED COVERS TO BE ADJUSTED. 2. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 858 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 620 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 12,391 SF SEE MATCH LINE SHEET L-031 2 DOYLE STREET 1 1 6 47 L-02 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - DOYLE STREET 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Ø25'± 36± 44± 25± 53± 50± 19±
13±
10± 29±
13±
16± 7± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN FY-22 47TH STREET C08 29 JAN 2024 47TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE DOYLE STREET GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,154 LF TYPE 3 MICRO SURFACE 5,013 SF LEVELING COURSE - SF DIG OUTS TYPE A 934 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 13,657 SF SEE MATCH LINE SHEET L-02 SEE MATCH LINE SHEET L-04 2 1 1 1 1 1 1 7 47 L-03 2024 SUSTAINABLE STREETSCAPES PROJECT EPW-23008 TRIANGLE AREA - 47TH & DOYLE 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 37±
15± 14±
37± 28±
43±
20±
58± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 47TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE SAN PABLO AVENUE FY-22 PAVEMENT DELINEATION PLAN FY-22 47TH STREET C09 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,032 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,110 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 22,196 SF SEE MATCH LINE SHEET L-03 1 8 47 L-04 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 47TH & SAN PABLO 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 28±
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28± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 48TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE 1
SALEM STREET
SAN PABLO AVENUE FY-22 PAVEMENT DELINEATION PLAN FY-22 48TH STREET C10 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,120 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 893 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 15,849 SF SEE MATCH LINE SHEET L-06 SEE MATCH LINE SHEET L-07 9 47 L-05 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 48TH & SALEM 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 2/27/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 27±
27± 27± 29± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 48TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE 48TH STREET
53RD STREET FY-22 PAVEMENT DELINEATION PLAN FY-22 48TH STREET C11 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 766 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 532 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 10,643 SF SEE MATCH LINE SHEET L-05 1 10 47 L-06 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 48TH STREET 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 46±
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46± © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 35± 46± 16±
39± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 47TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE SALEM STREET FY-22 PAVEMENT DELINEATION PLAN FY-22 SALEM STREET & 47TH STREET C12 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,336 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,447 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 28,940 SF SEE MATCH LINE SHEET L-05 SEE MATCH LINE SHEET L-08 1 2 11 47 L-07 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - SALEM & 47TH 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 46±
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45± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 47TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE ADELINE STREET FY-22 PAVEMENT DELINEATION PLAN FY-22 47TH STREET C13 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,016 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,157 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 23,140 SF SEE MATCH LINE SHEET L-07 1 2 12 47 L-08 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 47TH & ADELINE 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Ø21'± 44±
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43± 30± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 45TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE 1 SAN PABLO AVENUE SALEM STREET SEE MATCH LINE SHEET L-11FY-22 PAVEMENT DELINEATION PLAN FY-22 45TH STREET C14 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 956 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,098 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 21,964 SF SEE MATCH LINE SHEET L-10
13 47 L-09
2024
SUSTAINABLE
STREETSCAPES PROJECT TITLE EPW-23008
TRIANGLE AREA - 45TH & SALEM
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Ø21'± 47±
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47± 31± 34± 17± © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 47±
47± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 45TH STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE ESSEX STREET 45TH STREET
SEE MATCH LINE THIS SHEET
SEE MATCH LINE THIS SHEET ADELINE STREET SEE MATCH LINE SHEET L-12 FY-22 PAVEMENT DELINEATION PLAN FY-22 45TH STREET C15 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.SEE MATCH LINE SHEET L-09 ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,406 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,591 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 31,822 SF 1 2 2 14 47 L-10 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 45TH & ESSEX 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Di 35±
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36± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 SALEM STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE
SALEM STREET
SEE MATCH LINE SHEET L-13
SEE MATCH LINE SHEET L-09 FY-22 PAVEMENT DELINEATION PLAN FY-22 SALEM STREET C16 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 874 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 783 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 15,660 SF 15 47 L-11 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - SALEM STREET 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 34±
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35± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 ESSEX STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE SEE MATCH LINE SHEET L-14
SEE MATCH LINE SHEET L-10 FY-22 PAVEMENT DELINEATION PLAN FY-22 ESSEX STREET C17 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 870 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 762 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 15,240 SF 16 47 L-12 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - ESSEX STREET 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 2/27/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS R10'± 36± 47±
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46± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 43RD STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE SAN PABLO AVENUE SEE MATCH LINE SHEET L-11FY-22 PAVEMENT DELINEATION PLAN FY-22 43RD STREET C18 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.
SEE MATCH LINE SHEET L-14 ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,002 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,086 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 21,725 SF 2 1 17 47 L-13 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 43RD & SALEM 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS R10'± 35± 47±
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47±
38±
47± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 43RD STREET CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVEMENT SEAM. EXISTING AERIAL SHOWN IN BACKGROUND SHALL BE VERIFIED IN FIELD. 2 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY. SEE DETAIL 5 IN SHEET C40. PLACE LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE II SLURRY TREATMENT. DIG OUT TYPE C. SEE DETAIL 7 SHEET C40. NOT USED. TYPE II SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. EXISTING PAVEMENT TO REMAIN. SAW CUT LIMIT LINE ADELINE STREET SEE MATCH LINE SHEET L-12 ESSEX STREET FY-22 PAVEMENT DELINEATION PLAN FY-22 43RD STREET C19 29 JAN 2024 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE PROVIDED RECORD SURVEY SHOWN ON PLANS. CONTRACTOR TO REFER TO EXHIBIT A FOR REFERENCE. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. 4. CRACK REPAIR IS AN ESTIMATE. CONTRACTOR TO FIELD VERIFY LINEAR FOOTAGE OF CRACK REPAIR PRIOR TO CRACK SEAL OR CRACK FILL.
SEE MATCH LINE SHEET L-13 ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 698 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 737 SF PCC PAVEMENT - SF TYPE II SLURRY SEAL 14,733 SF 2 2 1 18 47 L-14 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 TRIANGLE AREA - 43RD & ESSEX 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 KEY MAP POWELL STREET L16 L17 FY-22 PAVEMENT DELINEATION PLAN MARINA KEY MAP C20 29 JAN 2024 L19 L18 POWELL STREET 19 47 L-15
2024
SUSTAINABLE
STREETSCAPES PROJECT TITLE EPW-23008
MARINA KEY MAP
1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS NO PARKING
NO PARKING
NO PARKING
NO PARKING
63.35' 25.30' 66.33'
24.80'
104.77'
28.15'
104.59'
27.88'
17.53' 41.47' 25.38' 3.77' 3.65' 3.10' 2.00' 7.40' 2.13' 16.92' 7.77'
2.00'
2.00' 2.00' 6.50'
6.07' CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN MARINA & RESTAURANT LOT C21 29 JAN 2024 POWELL STREET 1 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET D-03. LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET D-03. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT ON TOP. DIG OUT TYPE A. SEE DETAIL 7 SHEET D-03. PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET D-03. TYPE I SLURRY SEAL ONLY. SAW CUT LIMIT LINE REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE. SEE MATCH LINE SHEET L-17 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. 4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED. 1 SURFACE TREATMENT TO EXISTING PAVING SEAM. REMOVE (E) WOOD HEADER AND REPAIR CRACK WITH AC PRIOR TO SLURRY SEAL.. REMOVE (E) PAVER AND FILL WITH REPLACEMENT DGAC PRIOR TO SLURRY SEAL. SEE DIG OUT TYPE A DETAIL. REMOVE ROOT DAMAGE AND REPLACE ASPHALT DIKE. CONSTRUCTION NOTES: 2 2 2 3 3 3 3 3 3 1 ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,648 LF TYPE 3 MICRO SURFACE 22,461 SF LEVELING COURSE 1,615 SF DIG OUTS TYPE A 7,302 SF PCC VALLEY GUTTER - SF TYPE I SLURRY SEAL 13,470 42,460 SF 1 4 4 4 20 47 L-16 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 MARINA & RESTAURANT LOT 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 21,380 6,000 NOT A DIGOUT, PLANTER AREA 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
NO PARKING
NO PARKING 40.44' 16.22' 14.22' 15.00' 192.41' 92.48' 74.42' 62.16'
30.10' 79.39' 28.09' 46.57'
30.46' 40.33'
17.47'
35.62'
20.61'
27.63'
36.79'
41.27'
15.78' 32.19' 25.22' CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN MARINA & RESTAURANT LOT C22 29 JAN 2024 POWELL STREET SEE MATCH LINE SHEET L-16 1 1 CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET C40. LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT. DIG OUT TYPE A. SEE DETAIL 7 SHEET C40. PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40. TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. SAW CUT LIMIT LINE REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE. GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. 4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 2,564 LF TYPE 3 MICRO SURFACE 45,978 SF LEVELING COURSE 14,113 SF DIG OUTS TYPE A 9,950 SF PCC VALLEY GUTTER 164 SF TYPE I SLURRY SEAL - SF SURFACE TREATMENT TO EXISTING PAVING SEAM. PCC VALLEY GUTTER. SEE SHEET C27 FOR GRADING PLAN. TEMPORARY RELOCATE SHIPPING CONTAINER. COMMUNICATE WITH OWNER AND CITY OF EMERYVILLE PRIOR TO APPLICATION OF SURFACE TREATMENT. CONSTRUCTION NOTES: 2 23 1 3 21 47 L-17 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 MARINA & RESTAURANT LOT 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 59,805 13,670 7,170 66,810 BLACK AREAS ARE NOT DIGOUTS, PLANTER AREAS 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 31± 53±
35±
22± 57± 22± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN MARINA PUBLIC LOT C23 29 JAN 2024 POWELL STREET SEE MATCH LINE SHEET L-19 CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVING SEAM. CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET C40. LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT. DIG OUT TYPE A. SEE DETAIL 7 SHEET C40. PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40. TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. SAW CUT LIMIT LINE REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE. GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. 4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 982 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,064 SF PCC VALLEY GUTTER - SF TYPE I SLURRY SEAL 21,279 SF 1 1 1 22 47 L-18 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 MARINA PUBLIC LOT 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 2/27/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 43± 52± 34±
54±22± 54±22± 56± 42± 41± 22± 57± 41± 16± CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN MARINA PUBLIC LOT C24 29 JAN 2024 POWELL STREET 1 SEE MATCH LINE SHEET L-18 CONSTRUCTION NOTES: 1 SURFACE TREATMENT TO EXISTING PAVING SEAM. CONSTRUCTION LEGEND: TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY. SEE DETAIL 5 IN SHEET C40. LEVELING COURSE TO FILL DEPRESSIONS PER DETAIL 3 IN SHEET C40. APPLY TYPE III MICRO-SURFACING WITH ASPHALT RUBBER CAPE SEAL AND TYPE I SLURRY TREATMENT. DIG OUT TYPE A. SEE DETAIL 7 SHEET C40. PCC VALLEY GUTTER. SEE DETAIL 4 IN SHEET C40. TYPE I SLURRY SEAL ONLY. SEE DETAIL 5 SHEET C40. SAW CUT LIMIT LINE REMOVE AND REPLACE ASPHALT DIKE TYPE A PER DETAIL A87B CALTRANS STANDARD. MATCH WIDTH AND HEIGHT TO EXISTING AC DIKE. GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION. 3. PROTECT ALL EXISTING IRON, MANHOLE, COVER, LID, ETC. PER SPECIFICATION PRIOR TO PAVEMENT REHABILITATION OPERATION. ENGINEER MAY FIELD DIRECT TO REPLACE FAILED COVERS. 4. EXPOSE EDGE OF PAVEMENT BY LANDSCAPING AS NEEDED. ESTIMATED QUANTITIES THIS SHEET DESCRIPTION QUANTITY UNIT CRACK FILL OR CRACK REPAIR 1,462 LF TYPE 3 MICRO SURFACE - SF LEVELING COURSE - SF DIG OUTS TYPE A 1,744 SF PCC VALLEY GUTTER - SF TYPE I SLURRY SEAL 34,888 SF 1 1 1 1 23 47 L-19 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 MARINA PUBLIC LOT 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 KEY MAP L21 L22 POWELL STREET FY-22 PAVEMENT DELINEATION PLAN MARINA GRADING KEY MAP C25 29 JAN 2024 24 47 L-20 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 MARINA GRADING KEY MAP 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS NO PARKING
NO PARKING
NO PARKING
NO PARKING FG 8.23 FG 8.38FG 8.38 (FG 7.73) FG 7.50 FG 7.74 FG 7.99 FG 8.34 FG 8.24 (FG 7.82) (FG 8.44)(FG 8.70) (FG 8.49) (FG 8.52) (FG 9.02) (FG 9.15) (FG 10.41) (FG 10.10) (FG 10.03) (FG 9.95) (FG 10.15) (FG 10.32) (FG 10.21) (FG 9.32) (FG 11.54) (FG 11.54) (FG 11.23) (FG 11.23) CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN MARINA & RESTAURANT LOT GRADING C26 29 JAN 2024 POWELL STREET CONSTRUCTION NOTES: 1 REPLACE EXISTING STORM DRAIN INLET WITH TYPE G3 CURB INLET PER D72B CALTRANS STANDARD AND ADJUST GRADE AS NEEDED. 2 PROTECT EXISTING 8" PVC STORM DRAIN LINE. SEE MATCH LINE SHEET L-22 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION. CONSTRUCTION LEGEND: GRADEBREAK GRADING LIMIT 25 47 L-21 2024 SUSTAINABLE STREETSCAPES PROJECT TITLE EPW-23008 MARINA & RESTAURANT LOT GRADING 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D
NO PARKING
NO PARKING (FG 9.32) (FG 9.71) (FG 9.62) (FG 9.58) (FG 9.44) (FG 9.46) (FG 9.67) FG 8.86 FL 9.10 FG 9.25 FG 9.25 (FG 9.73)(FG 9.37) (FG 12.11) (FG 12.22) (FG 11.37) (FG 11.72) (FG 11.17) (FG 10.78) FG 10.84 FG 11.46 (FG 11.52) (FG 11.27) (FG 11.51) (FG 11.66) FG 11.68 FG 11.75 FG 11.82 FG 11.75 FG 11.19 FG 11.28 FG 11.98 FG 11.76 (FG 11.37) (FG 11.27) (FG 11.78) (FG 11.81) FG 11.58 (FG 11.61) (FG 11.35) (FG 10.80) (FG 10.76) FG 10.99 FG 11.05 FG 11.10 FG 11.44 (FG 10.98) FG 11.27 (FG 11.59) FG 11.15 FG 11.26 FL 9.01 FL 8.89 FL 8.88 (FG 12.07) (FG 11.40) FG 11.57 (FG 9.34) CITY OF EMERYVILLE, CALIFORNIA DEPARTMENT OF PUBLIC WORKS SUSTIANABLE STREETSCAPE PLANS C 1-800 227-2600 O A L L F E G YO RE I D B U 109-3876 ANNUAL STREET REHABILITATION AND PREVENTIVE MAINTENANCE PROJECT FISCAL YEAR 2023/2024 COASTLAND | DCCM 420 Executive Court North, Ste. G Fairfield, CA 94534 707.702.1961 | coastlandcivil.com 01/08/2024 FY-22 PAVEMENT DELINEATION PLAN MARINA & RESTAURANT LOT GRADING C27 29 JAN 2024 POWELL STREET CONSTRUCTION LEGEND: GRADEBREAK GRADING LIMIT SEE MATCH LINE SHEET L-21 1 GENERAL NOTES: 1. STRIPING AND SIGNAGE TO BE REPLACE IN KIND PER 2015 CALTRANS STANDARD AND 2014 CAMUTCD. 2. CITY OF EMERYVILLE WILL PROVIDE RECORD SURVEY SHOWN ON PLANS DURING CONSTRUCTION. CONSTRUCTION NOTES: 1 REPLACE EXISTING STORM DRAIN INLET WITH TYPE G3 CURB INLET PER D72B CALTRANS STANDARD AND ADJUST GRADE AS NEEDED. 2 PROTECT EXISTING 8" PVC STORM DRAIN LINE. 2 26 47 L-22 2024 SUSTAINABLE STREETSCAPES PROJECT EPW-23008 MARINA & RESTAURANT LOT GRADING 1 UPDATED PER ADDENDUM NO. 2 (CHANGES IN RED) RO 3/5/24 55 DocuSign Envelope ID: 0161908F-3159-4861-8C70-4F1224BAEE5D